An Improved NSGA-II Algorithm for Transit Network Design and Frequency Setting Problem

Table 8

Detailed results of the lines for the boundary solution B.

Line label	Node sequence	Fleet	Headway (min)	Maximum load factor	Minimum load factor
1	2-20-40-16-37--10	29	3	0.95	0.22
2	25-33-15-24-31-9-50	38	3	0.93	0.01
3	46-27-5-29-12	8	7	0.88	0.21
4	42-41-21-3-2-19-47-13-6-18-44-8	49	3	0.88	0.10
5	43-22-42-41-21-20-2	14	6	0.96	0.02
6	7-48-43-22-42-41-45-20-21-3-2	8	22	0.98	0.22
7	33-34-37-10-11-38	18	4	0.98	0.54
8	35-36-15-17-30-26-28-23	20	4	0.92	0.14
9	28-23-14-32-4-29-9-50-24	19	6	0.92	0.01
10	48-42-41-45-39-16-40-19-49-1	25	6	0.98	0.34